MUP 2004-506�► Quinta
Development Department
Tampico
'alifornia 92253
125 FAX: (760) 777-1233
0 AZ
OFFICE USE ONLY
Case No. NuP CC— Spyr'
Date Recvd. '311 G
Fee: -$ %S
Related Apps.:
Tie. y8alz
Logged in by:�
FOR MINOR USE PERMIT APPROVAL
MINOR USE PERMIT applications are reviewed and approved by the Community Development Director
pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring
the permit do not have an adverse impact on surrounding properties, residents, or businesses.
APPLICANT T p A5—SiEt—r VFVFL,ae4t(,t 7W T,
Q (Print)
MAILING ADDRESS f � ��yo 1 -� 1 (C:�'
Phone No. % `7 7 I I ? q /
CITY, STATE, ZIP: ?A, 7 Z 7 Fax No.
PROPERTY OWNER (If different): Coo�f(� 62S l e oL_fj
"7 ce_c, ?7 ► t 8 ,(
' ` (Print)
MAILING ADDRESS: T 1 CI`96 Alawrlf1114 w A Phone N(4�ila% 7 7
CITY, STATE, ZIP: ��i�%�� % z z �3 Fax No.
PROJECT LOCATION: �(ig{a o Mo,,i7�% &4 %
PROPOSED USE AND/OR CONSTRUCTION (Including operational information):
QG7,46agJ 6v FS T
(attach sheets if neededl
LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): 7—,w-7, 7— i'/ Z Zo?' 5,1/.
A18\Minor Use Permit
•
❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff).
Five (5) sets of plans on 8%" x 11" sheet or folded down to 8'/2" x 11".
❑ Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will be
charged full fee, with remaining related applications discounted.50% for each. This discount does not apply
to Environmental Information form.
NAME OF APPLICANT ( D, zJZ7 Q c_/EGc��^/7
(Please Print)
SIGNATURE OF APPLICANT. L1 DATE O 12-t y�
NAME OF PROPERTY OWNER 064f e!"Is
(Please Print)
SIGNATURE OF PROPERTY OWNER(S)
IF NOT SAME AS APPLICANT: DATE�� o Li
(Signature provides consent for applicant to e site for proposed activity).
DATE
(Separate written authority by owner to submit application may be provided)
NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE
GROUNDS FOR DENYING APPLICATION.
A I Minor Use Permit
P.O. Box 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
August 19, 2004
TD Desert Development
PO Box 1716
La Quinta,,Ca 92247
M
SUBJECT: MINOR USE PERMIT 2004-506 (GUESTHOUSE)
To Whom It May Concern:
(760) 777-7000
FAX (760) 777-7101
The Community Development Department has reviewed your request to
establish a ±400 square foot guesthouse on Lot 54 of Tract 28912 within
Rancho La Quinta and has approved your request subject to the following
conditions:
1. Only one guesthouse may be established per lot, in addition to the
primary residence.
2. The guesthouse shall be architecturally compatible with the main
residence on the property.
3. The height of the guesthouse shall not exceed seventeen feet in height
and not be more than one story.
4. The floor area of the guesthouse shall not exceed thirty percent of the
existing living area of the primary residence and not result in violation of
the lot coverage maximum.
5. There shall be no kitchen or cooking facilities within the guesthouse.
6. The guest house shall be used only by the occupants of the main
residence, their non-paying guests, or domestic employees.
7. The guesthouse shall not be rented or otherwise occupied separately
from the main residence.
Page 2
8. The guesthouse shall be hooked up to the existing sewage disposal
system for the property.
9. The City may elect to add Conditions to this application request to
mitigate any problems that arise not previously addressed herein.
This decision may be appealed to the Planning Commission by anyone
provided they submit the necessary paperwork and filing fee of -$175.00
with this office within 15 days of approval of this permit.
Should you have any questions please contact me at (760) 777-7068.
Sincerely,
OSCAR ORCI
INTERIM COMMUNITY DEVELOPMENT DIRECTOR
L1;4-- 4z"00 -r,
MARTIN MAGANA
Associate Planner
C: Building & Safety Department
MUP 04-506 TD Desert
07:28/2004 11:44 FAX 760 7714041 SPARKS CONSTRUCTION Lj]o03
Jul 27 0404:33p 780'7716238 p.2
71.55 71.56 71.56
I
1
I
[Proved by Reso #
1 ,-rtflanning Commission
i d6ity Council --�-
El"Community Dev. Dept.
Initials _14164 b
Chse No. sue pct -506
E
ith Con 1 s
54 53
5 FF 56.0 FF 55.6
6.4 PE 55.5 PE 55.1
5.9
2
� 3
0 0
p A
o rn
Arc UNIT
1
r
----- --- - - - - - -- - - -
--; -------------
71.56 I 7 71.56
TA 24+44.90 N= a'
TA 10+0C W
P 54.6Z 24
� WAY LST 54 -TRACT 2892
MON�r
�'- SCALE: 1 " = 20'
9 0 10' 2C' 40' 60'
I'
II
II
II
II
II
,
ADD ADDITIONAL FILTER '
FOR THE NEW &UR5T HOUSE I I
r J l EXISTING WHOLE THIS LOCATION I I
I r l ( HOME FULT'cR II 1
ILJ L--- ---------------
L_-_----"------------ -- ----- - - - - - - - 7-1.
�F______
II
II
II
II
II
GFI - --- ym ----y
OUTLET BELOW V-8" GLG \ I
DESK TYP. I
l/Ba
I \ , TY 110' -or' cr�
PROVIDE OUTLET - -S-WIRE LEA_DDGUPSt / r I
FOR MICROWAVE
Suite -
ABV. GAB AND `r+Liite ress t ' I
PROVIDE OUTLET 10-0 CLO. OUTLET FOR 10'-0" GL6. C
FOR GARBAGE D15P. BELOW GAB. �m SUB PANEL I
BELOW SINK - X' REFRIG.I
I S'-8" GLG - - -
A \W/ % X % I NEW -
_- I -L-
2'_6" - -
PROVIDE OUTLET AND tH B NEW A/C GONDENSOR
LAI
PHONE JACK AT NICHE 5ov
NOTFE:
THIS PLAN IS AN ILLUSTRATION ONLY. SPECIFIC MATERIALS. LOCATIONS.
LOAD CALCULATIONS, H.V.A.C/MECHANICAL PLANS ARE TO BE SUPPLIED
c AND SELECTED BY THE OWNER, AND INSTALLED PER MANUFACTURER'S
UTILITY & SO FIT PLAN THE OUANEARTIONS. U.B.G. AND LOCAL CODES, UNDER THE 5UPERVI510N OF
1411111LV1110� I
architecture - planning
31872 Camino Capistrano, suite100 949/ 487-2320
San Juan Capistrano, ca. 92675 fax 949/ 487-2321
TF fE DRAWINGS ARE NOT AUTHORIZED 'FOR CONSTRUCTION UNLESS STAMP -j WITH PEKAREK-CRANDELL, INC'S. CORPORATE SEAL
SCALE: 1/4' = P-0'
II
I1
I �I
I
r----- _-==_` ___ -_ =JJ
11
_J I II
Ali it
I
i4I I I EX15TING HOUSE I I
ILL----------------------------- - --�
o � A
G52
�a -
in I 3'-l-" V-2"
'
GATE
SHELVES
0 2 q 6 EA. 51ME
4 5F
25 SX
U=.40
0 20 Iq 50505 2 2 5L 202 SL/TG
O m A CHTP - - - - - AS FP `` ' 'O"
r it
Nloll.I
14 17 �o �� Bath ,I "M m
DESK YP. 2 1 ! 1 IO' -O" GL J O'5' 0 - O
Guest o o i 10 r-- n
111 Net q,®
troo 2 Suite 01 ii Dt'ess i" 4 10 � m
n n 10 -O GLC. K 1 10'-0" GLC. �p ( )
s - 5 1 5080 O- FLAT ✓
X' -1d LT4MP_MIRROR 1 L 6TU_
g I I =
-it CLOSET
-- ---------------
3 m IS --------, -- A It WA -1 i x
I
26 � 5H (9 SHELVES 15 � I 0 w O ( �
12.5 Sr
51"T
" 1
-8°
50'-O"
S
Q
c
u
n
FENCE TO
MATCH EXIST'G.
II
II
II
II
I
I EXISTING
I HOUSE
II
II
II
II
II
II
EXTEND EXI5TIN6
I' LOW WALL
II
II
II
II
EXIST'&. A/C
I CONDENSER
II -
II
X I
A1 LL------
NEW AIC
C:,:ti0EN5ER
FLOOR PLAN
SCALE= 1/4" = V-0'
SQUAREFOOTAGE
O: PLAN 400 S.K
II
II
II
II
II
II
I
---------------------
II
II
II
II
II
1
79285 RANCHO LA QUINTA DRIVE
LA QUINTA, CA. 92253
PHONE: (760) 777-7747
II
II
II
II
II
II
11
II
11
II
11
11
II
11
II
I
� II
m II
II
II
II
I
it
II
II
ARCHITECTURAL
SLAB
LAYOUT
PLAN
NOTE: REFER TO STRUCTURAL ENGINEER'S PLAN FOR STRUCTURAL SLAB REQUIREMENTS SCALE: 1/4' = V-0'
DETACHED GUEST ,SUITE
LOT #54
TRACT #28912
SEAL
PEKAREK•C .4NDELL INC, hwerny erpraealy
raaw,aa U oo-rcr la'w copyr'-- and cti-gr
property rlghte in theee plana. Twneee plane are
not to Ie reproduced, ospled or cringed In
any form or ma. whatecever, nor are they to
Iv* aaelgoact to any third party, wilhout flrat
obtalning the axprese written permlaalon and
ooneat of PEKAREK-CR44DELL, NC.
NO.1 DESCRIPTION
SLAB LAYOUT NOTES
CHANGE IN SLAB HEIGHT, SEE PLAN FOR DIMEN51ON
i FIRST FLOOR PLUMBING FIXTURE
GENERAL NOTES
I. PROVIDE ONE e4 REBAR (EXTRA) IN FOUNDATION FOOTING FOR ELECTRICAL GROUND.
VERIFY LOCATION OF ELECTRICAL METER WITH ELECTRICAL CONTRACTOR-
2.
ONTRACTOR2. PROVIDE e3 REBAR 9 12' FROM COMERS AND 24' O.G. AT ALL CONCRETE STOOPS
AND PORCHES.
3. REFER TO OWNER'S STRUCTURAL ENGINEER'S DRAWINGS AND CALCULATIONS FOR
ALL STRUCTURAL REQUIREMENTS. VERIFY ALL INFORMATION WITH OIWNER'5
GEOLOGICAL ENGINEER'S REPORT.
GENERAL PLAN NOTES -al
THE OWNERBUILDER HAS SELECTED GOUVS ENGINEERING AS THE
STRUCTURAL ENGINEER OF RECORD, REFER TO THEIR DRAWINGS AND
CALCULATIONS FOR ALL STRUCTURAL ITEMS. IN5T,GLLATION SHALL BE PER
THE ISS$ C.B.G. UNDER THE SUPERVISION OF THE C4NER
THE OLUNERIBUILDER HAS ELECTED TO BE SOLELY RESPONSIBLE FOR THE
SELECTION OF ALL ROOFING, FLASHING, WEATHERPIROOFING AND THEIR
INSTALLERS. IT 15 EXCLUSIVELY THE OWNER EUILDER'S RESPONSIBILITY
TO VERIFY, APPROVE AND SUPERVISE INSTALLATION OF ALL ROOFING,
FLASHING, AND WEATHERPROOFING PER MANUFAC%RER'5 SPECIFICATIONS,
U.B.C. AND LOCAL CODES.
1. (EGRE55) THE OWNERBUILDER'S SELECTED WINDOU MANUFACTURER
SHALL PROVIDE A MINIMUM NET CLEAR OPENABLL AREA OF 5.1 SOUARE
FEET. THE MINIMUM NET CLEAR OPENABLE HEIGHT DIMENSION SHALL BE
24'. THE MINIMUM NET CLEAR OPERABLE WIDTH DIMENSION SHALL BE
20'. WHEN WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR
RESCUE THEY SHALL HAVE A FINISHED SILL HEIGHT NO MORE THAN 44'
ABOVE THE FLOOR, U.B.C. SEC. 310.4.
2, WATER CLOSETS SHALL BE CERTIFIED TO USE A MAXIMUM OF Ifo
GALLONS PER FLUSH.
B. SHOWER HEADS SHALL BE CERTIFIED TO USE A M;,XIMUM OF 29
GALLONS PER MINUTE.
4.N GLAZING WITHIN 24' OF DOOR, GLAZING WITHIN 16- CF FLOOR, GLAZING
IN SHOWER OR BATHTUB DOOR AND ENCLOSURES, SHALL BE TEMPERED
U.B.G. 5EGT. 2406.
5. SINK FAUCETS TO USE A MAXIMUM OF 22 GALLONS PER MINUTE.
6. LAVATORY FAUCETS TO USE A MAXIMUM OF 2.2 GALLONS PER MINUTE.
1. ALL SHOtL€R AND TUB/SHOWER CONTROL VALVES SHALL BE EITHER
A PRESSURE BALANCE OR A THEW05TATIC MIXING VALVE.
6. CAULK ALL JOINTS WHERE PLUMBING FIXTURES CONTACT WALLS OR
FLOORS,
9. ALL AIR DUCTS PENETRATING SEPARATION WALLS OR CEILINGS BETWEEN
GARAGE AND LIVING AREA SHALL BE 26 GAUGE MIN. PER U.B.C. SECT.
302A EX -3
NOTEE-
BUILDER TO PROVIDE A MINIMUM ONE (1) SEPARATE 20 AMP
CIRCUIT TO LAUNDRY APPLIANCES.
NOT
ALL CONSTRUCTION 514ALL COMPLY WITH THE 1998 C.B.G.
C.P.G., C.M.G., AND 1995 G.E.C., AND ALL LOCAL CODES AND
ORDINANCES.
NOTE.-
SEE
OTE:SEE SHEET T-24 FOR MANDATORY MEASURE5 CHECKLIST.
CF -IR FORMS AND MINIMUM REQUIREMENTS SUMMARY.
NOTfE;
FOR INSTALLATION OF NATURAL GAS LINE BELOW CONCRETE SLAB. PROVIDE A
SLEEVE OF NON-FERROUS MATERIAL 51ZED A MINIMUM OF TOW (2) TIMES THE
DIAMETER OF THE NATURAL GAS PIPE. PROVISIONS ARE TO BE PROVIDED FOR
FUTURE REMOVAL OF GAS PIPE. THE SLEEVE 15 TO BE VENTED TO OUTSIDE AIR
AND TERMINATOR A MINIMUM OF 2' ABOVE FINISH GRADE.
NOTE:
'PROVIDE A NON -REMOVABLE BACKFLOW PREVENTION DEVICE
ON ALL EXTERIOR HOSE BIBS'. G.P.G. 603,0,4e,031
'PROVIDE PRESURE REGULATOR FOR WATER SERVICE WHERE
STATIC PRE55URE EXCEEDS 80 PSI. G.P.G. 606.2.
'PROVIDE AT LEAST TWO 20 AMPERE SMALL APPLIANCE BRANCH
CIRCUITS TO SERVE KITCHEN, BREAKFAST, ROOM AND DINING ROOM.
SUCH -IRCUIT5 SHALL HAVE NO OTHER OUTLETS.'CE.C. 210-52(bX1)
THROUGH 210-52(bX3J, 220-4(b)).
'PROVIDE AT LEAST ONE 20 AMPERE BRANCH CIRCUIT TO SERVE
BATHROOM RECEPTACLES. SUCH CIRCUIT(5) SHALL HAVE NO OTHER
OUTLETS." C.E.C. 210-52(a)).
'PROVIDE A COMBINATION PRESSURE AND TEMPERATURE RELIEF VALVE
AT ALL WATER HEATERS, SET TO OPEN AT NO MORE THAN 150 PSI.
DRAIN PIPE SHALL EXTEND TO OUTSIDE OF BUILDING AND FURNITURE
AND TERMINATE NO MORE THAN 2 FEET NOR LESS THAN 6 INCHES ABOVE
THE GROUND AND POINT DOWNWARD WITH THE END UNOBSTRUCTED. ANY
OTHER TERMINATION LOCATION SHALL REQUIRE APPROVAL BY THE
BUILDING OFFICIAL. C.P.C. 605.3, 608.4 6 60P,.5.
LIGHTING/EXHAUST FANS
CEILING LIGHT FIXTURE - CEILING MOUNTED LIGHT FIXTURES IN
CLOTHES CLOSETS SHALL COMPLY WITH CEC SECTION 410-8.
O ROUND RECESSED LIGHT FIXTURE
O ROUND RECESSED FLUORESCENT LIGHT FIXTURE
OV VAPOR PROOF LIGHT FIXTURE, MUST BE U.L. APPROVED
® FAN VENTED TO OUTSIDE AIR PROVIDING FIVE AIR EXCHANGES
PER HOUR PER CBC SECTION 1203.3
SWITCHES
SINGLE PULL SWITCH
3 3 -WAY SWITCH
OUTLETS
(} 110V DUPLEX CONVENIENCE OUTLET
AF ARC -FAULT INTERRUPTER - 110V DUPLEX CONVENIENCE OUTLET
GROUND -FAULT INTERRUPTER DUPLEX OUTLET
GFI
CLIMATE CONTROL
(I)-+ THERMOSTAT - VERIFY QUANITY & LOCATION WITH MECH, CONTRACTOR.
GENERAL ELECTRICAL
O SMOKE DETECTOR HARD WIRED INTO ELECTRICAL (WITH BATTERY
BACK-UP) ALARM SHALL SOUND IN ALL SLEEPING AREAS
►+ TELEPHONE
ID-+ TELEVISION JACK
GAS
FUEL GAS
NOTE:
FLUORESCENT LIGHTS TO BE RATED AT NOT LESS THAN
40 LUMENS PER WATT FOR GENERAL LIGHTING IN
KITCHENS AND BATHROOMS PER T-24.
NOTE:
SEE SHEET T-24 FOR MANDATORY MEASURES CHECKLIST,
CF -1R FORMS AND MINIMUM REQUIREMENTS SUMMARY,
THE OWNER/BUILDER IS SOLELY RESPONSIBLE FOR SELECTION OF ALL INTERIOR FIXTURES,
APPLIANCES AND THEIR INSTALLERS. IT IS EXCLUSIVELY THE OWNER/BUILDER'S RESPONSIBLITY
TO VERIFY, APPROVE AND SUPERVISE THE INSTALLATION OF ALL INTERIOR FIXTURES AND
APPLIANCES PER MANUFACTURER'S SPECIFICATIONS, U.B.C. AND LOCAL CODES.
1. 15" X 15" STAINLESS STEEL SINK WITH GARBAGE DISPOSAL. VERIFY SIZE WITH OWNER.
2. 24" CLEAR REFRIGERATOR SPACE. MODEL #2075 RF BLACK BY "U -LINE"
3. 30" MICROWAVE OVEN IN CAB. ABOVE SINK
4. 36" HIGH BASE CABINET.
5. UPPER CABINET ABOVE.
6. DRYER SPACE: PROVIDE DRYER VENT TO OUTSIDE AIR WITH BACKDRAFT TERMINATION CAP.
7. 40 GAL, WATER HEATER (GAS FIRED). STRAP FOR LATERAL BRACING ON 1B" HIGH
PLATFORM. PROVIDE P&T RELEASE VALVE PIPED TO OUTSIDE OF DWELLING.
S. A/C CONDENSER - VERIFY LOCATION.
9. DIRECT VENT METAL FIREPLACE - VENTED GAS FIREPLACE HEATER BY "HEAT -N -GLOW"
OR APPROVED EQUAL. PROVIDE FUEL GAS AND GLASS DOORS - INSTALL PER MANUF.
SPECS. AND CALIF. TITLE 24 REQUIREMENTS. MODEL #SL-350TRS-C REPORT #J20006711
10. TOILET: 30" CLEAR WIDTH MINIMUM.
12. CERAMIC TILE SHOWER PAN WITH CERAMIC TILE WALLS TO +84" A.F.F. AT SECONDARY BATH.
INSTALL SHOWER HEAD AT +78" A.F.F. PROVIDE CLEAR SAFETY GALSS ENCLOSURE.
13. TILED SEAT - SLOPE TO DRAIN.
14. BUILT-IN COMPUTER DESK.
15. RETURN AIR PLENUM
16. MEDIA CENTER SPACE.
17. LINE OF CEILING HEIGHT CHANGE.
18. POLE AND SHELF
19. ENTRY DOOR PER BUILDER.
20. CONCRETE PORCH / STOOP.
WINDOW
D NNOTE: ALL WINDOWS TO BE VINYL,
LEGEND ALL WINDOWS TO BE DUAL PANE
FG FIXED GLASS
M/0 MULLED OVER
AT
ARCH TOP
GB GLASS BLOCK
0/ OVER
SH SINGLE HUNG
RS ROLLER SHADE
ET
ELLIPSE TOP
SL SLIDER
TG TEMPERED GLASS
CS CASEMENT
XOX SLIDER/FIXED/SODER
HR
HALF ROUND
DOOR NOTES
1. ALL INTERIOR DOORS
TO BE HOLLOW CORE, 1 3/8" THK., U.N.O.
RND
ROUND
2. ALL EXTERIOR DOORS TO BE SOLID CORE, 1 3/4" THK., U.N.O.
3. "SGD/TG" INDICATES: SLIDING GLASS DOOR, TEMPERED GLASS.
OV
OVAL
4. "FR/TG" INDICATES:
FRENCH DOOR, TEMPERED GLASS.
NOTE: THE DEVELOPER IS SOLELY RESPONSIBLE FOR THE SELECTION OF ALL DOORS, WINDOWS
AND THEIR INSTALLERS. IT IS EXCLUSIVELY THE DEVELOPER'S RESPONSIBILITY TO VERIFY,
APPROVE AND SUPERVISE INSTALLATION OF ALL DOORS AND WINDOWS PER MANUFACTURER'S
SPECIFICATIONS, CALIFORNIA BUILDING CODE AND LOCAL CODES.
AP^roVP.d bjL Dat 8 fLeSO #
❑ Planning Commission
❑ City Council ----
EvG_x-rmun ty Dev. Dept.? __-- -
E. d _
.J SHEET DESCRIPTION
LOT I
PLANSDETACHED GUEST SUITE
SCHEDULES
PLOT DATE
6-22-04
JOB NO.
04-17
DRAWN BY
DM
SHEET
GS -1
AUG 0 9 _?pp
i
SOFFIT
l' SOFFIT
SOAP
NICHE —
SHOWER PAN
Ann
12 ROOF NOTES
D -I
TYPE: CONC. "S" TILE '-
5 MANUF.: HANSON
P"I I.C.B.O. #: ER -3748 -
requirements for wind tabs with manuf. specs.
and local building dept.
Provide a vapor barrier not exceeding 1 perm
installed on the warm side of the attic insulation,
when "Attic area/300" cola. formula is used.
Provide 1/4" corrosion resistant metal mesh
at attic vents, per CBC section 1505.3
Provide opening to "California Roofed" areas as
required by the CBC, for access and/or ventilation.
See Structural Engineers plans/detail for bloc4,ed
openings, as required.
The Developer is solely responsible for selecting all
roofing, flashing, waterproofing and their installers.
It is exclusively the Developers responsibility to
to verify, approve, and supervise installation of all
roofing, flashing, and weatherproofing per monuf.
spec's. and the CBC and local codes.
ROOF LEGEND
Indicates 4: 12 roof pitch
lanion,e: lir,= of =-gond floor rerirraer
All eaves to be 24" unless noted otherwise.
VENT MFGR'S
CLOAKED VENTS 20
O'HAGAN INC. D-2
2661 GRAVENSTEIN HWY. SOUTH,
SUITE 107
SEBASTOPOL, CA 95472
Note: ventilation to be installed per CBC 1505.3
II
I,
nl II
ATTIC SPACE
401 SO. FT.
ATTIC SPACE
ROOF VENT REQUIREMENTS
c0
�I 1 1I
�n
W
Attic area/300 =
1.4 sq. ft.
x 144 = REQUIRED
V
Note: 50`4 of required ventilation to
be located
In the up;,l ,:ortun a. 1'cOf ur:h r.I-ngin•_:r
'o
be provided by low venting.
UPPER VENTILATION PROVIDED
Use 2 x 95 net free area =
190 sq. in.
Model no. PV50001 (CLOAKED)
INWALL
FIREPI_AGE
S
GLASS
/
X
r
FACINCs-
BUIRLDER
SHELVING
m
an
ZD
r �
>-
SINK W/
SOAP
NICHE —
SHOWER PAN
Ann
12 ROOF NOTES
D -I
TYPE: CONC. "S" TILE '-
5 MANUF.: HANSON
P"I I.C.B.O. #: ER -3748 -
requirements for wind tabs with manuf. specs.
and local building dept.
Provide a vapor barrier not exceeding 1 perm
installed on the warm side of the attic insulation,
when "Attic area/300" cola. formula is used.
Provide 1/4" corrosion resistant metal mesh
at attic vents, per CBC section 1505.3
Provide opening to "California Roofed" areas as
required by the CBC, for access and/or ventilation.
See Structural Engineers plans/detail for bloc4,ed
openings, as required.
The Developer is solely responsible for selecting all
roofing, flashing, waterproofing and their installers.
It is exclusively the Developers responsibility to
to verify, approve, and supervise installation of all
roofing, flashing, and weatherproofing per monuf.
spec's. and the CBC and local codes.
ROOF LEGEND
Indicates 4: 12 roof pitch
lanion,e: lir,= of =-gond floor rerirraer
All eaves to be 24" unless noted otherwise.
VENT MFGR'S
CLOAKED VENTS 20
O'HAGAN INC. D-2
2661 GRAVENSTEIN HWY. SOUTH,
SUITE 107
SEBASTOPOL, CA 95472
Note: ventilation to be installed per CBC 1505.3
II
I,
nl II
ATTIC SPACE
401 SO. FT.
ATTIC SPACE
ROOF VENT REQUIREMENTS
c0
Attic area =
401 sq. ft.
Attic area/300 =
1.4 sq. ft.
x 144 = REQUIRED
192 sq. in.
Note: 50`4 of required ventilation to
be located
In the up;,l ,:ortun a. 1'cOf ur:h r.I-ngin•_:r
'o
be provided by low venting.
UPPER VENTILATION PROVIDED
Use 2 x 95 net free area =
190 sq. in.
Model no. PV50001 (CLOAKED)
I
I
I
I
I
I
I
I
I
I
I
I
LOWER VENTILATION PROVIDED
Eave blocks (3) 2" did. holes = 9.42 48" o.c.
Use 19 x 9.42 sq. in. vent blocks = 179 sq. in.
TOTAL VENTILATION PROVIDED 369 sq. in.
ROOF PLAN
SCALE:
D
12
4F
T.P.
=C
i
O
_5
SLAB
�I 2
-- ,� 4
--________ __-- --
10
GUEST
SUITE-0PENING�
12
I I
o
15
SLAB
SECTION A
NOTE: ALL DIMENSIONS ARE TO ROUGH FRAMING, U.N.O. 50ALE: I/4"=I'-O"
CLEAR TEMPERED
GLASS ENCLOSURE
6' TOE SPACE
W/ AIR HOLES
AT SINK SPACE
HIGH WIND AREA NOTE:
ROOF COVERINGS SHALL BE INSTALLED PER
THE MANUFATURER'S SPECIFICATIONS FOR
A "HIGH WIND AREA".
SCALE: 3/6' V-0'
T
O
T
SOFFIT
W
c0
t0
� r
cv----
-----
\ /
FIREPI_AGE
S
M1C6
AVE '
/
X
r
FACINCs-
BUIRLDER
MEDIA
SPACE
m
r �
>-
SINK W/
u- `G.D
!Y
F.P.
v
r
uy
N
•
\X/
DESK
M
/ \
SPACE
'
/REf--
/SPACE\
BANK OF
4' TOE SPACE W/ 3¢r CLR. DRAWER
AIR HOLES a SINK
SPACE VERIFY
SINK / DESK
SCALE: 3/6' = 1' -OD
ff
\\__YERIFY PLATFORM HEIGHT
FOR A 12' FINISHED FIRE -
SOX HEIGHT. VERIFY FIRE-
PLACE SIZE , MAKE MODEL.
:f:7�T+31►�iT /1
SCALE: 3/8' = V-0"
NOTE:
ALL FOAM COLUMNS, POTSHELVES AND TRIM
TO BE MANUFACTURED AND SUPPLIED BY:
APACHE PRODUCTS CO.
905 23RD. AVE.
MERIDIAN, MISSISSIPPI 39301
PHONE:(1-800)-777-3707
T.F
y ?I
GAP PIL
LEFT ELEVATION
NOTE: ALL DIMENSIONS ARE TO ROUSH FRAMING, U.N.O. SCALE:
T.P.
5L/
SECTION NOTE,
THESE ARE ARCHITECTURAL SECTIONS ONLY. AS SUCH THEY ARE INTENDED TO
REPRESENT THE GENERAL CONFIGURATION OF THE BUILDING. SEE 016NER/BUILDER'S
STRUCTURAL ENGINEERS DRAWINGS FOR ALL REQUIRED STRUCTURAL ELEMENTS
AND THEIR CONFIGURATIONS.
1. CONCRETE SLAB. SEE ARCHITECTURAL SLAB LAYOUT DRAWING FOR GENERAL
CONFIGURATION. SEE OWNER'S STRUCTURAL ENGINEER'S DRAWINGS FOR SPECIFIC
FOUNDATION DESIGN AND REQUIREMENTS. VERIFY ALL FOUNDATION REQUIREMENTS WITH
CURRENT SOILS REPORT.
2. 2 x MIN. PRESSURE TREATED DOUGLAS FIR SILL.
3. 2 x 4 STUDS. SEE STRUCTURAL ENGINEER'S DRAWINGS FOR SPECIFIC REQUIREMEN'(S.
4. 1/2" COX PLYWOOD ROOF SHEATHING. SEE STRUCTURAL ENGINEER'S DRAWINGS FOR
SPECIFIC REQUIREMENTS.
5. 2 x 4 FURRING AT 16" O.C.
6. (2) 2 x TOP PLATES, SEE STRUCT. ENGINEER'S DRAWINGS FOR SPECFIC REQUIREMENTS.
7, 2 x EAVE BLOCKING. PROVIDE VENTING AS REQUIRED. SEE ROOF PLAN NOTES.
8. DROP BEAM. SEE STRUCTURAL ENGINEER'S DRAWINGS FOR SPECIFIC REQUIREMENTS.
9. HEADER. SEE STRUCTURAL ENGINEER'S DRAWINGS FOR SPECIFIC REQUIREMENTS,
10, 1/2" GYPSUM BOARD.
11. EXTERIOR STUCCO. INSTALL BACKING AND WATERPROOFING PER U.B.C. AND LATH AND
PLASTER INSTITUTE RECOMMENDATIONS.
12. 2 x FASCIA/BARGE.
13, WOOD TRUSSES, SEE OWNER'S STRUCTURAL ENGINEER'S DRAWINGS AND TRUSS DRAWINGS
FOR SPECIFIC REQUIREMENTS.
14. CALIFORNIA ROOF FRAMING. (SEE STRUCTURAL ENGINEER'S DRAWINGS)
15. PROVIDE INSULATION PER OWNER'S T-24 ENGINEERS CALC'S. AND CITY AND STATE
REQUIREMENTS. SEE SUMMARY BELOW.
NOTE: ALL DIMENSIONS ARE TO ROUGH FRAMING, U.N.O.
FIRE BLOCKING NOTE:
INSTALL FIRE BLOCKS AT THE FOLLOWING LOCATIONS PER UBC SECTION 708:
A) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES,
AT THE CEILING AND FLOOR LEVELS AND AT 10 FOOT INTERVALS BOTH VERTICAL AND
B) AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES
SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS.
C) IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR
OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH
NONCOMBUSTIBLE MATERIALS.
D) AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY -BUILT
CHIMNEYS.
INSULATION REQUIREMENTS
NOTE: SEE SHEET T-24 FOR MANDATORY MEASURES CHECKLIST,
CF -1R FORMS AND MINIMUM REQUIREMENTS SUMMARY.
• R-13 BATT INSULATION AT 4" EXT. WALLS.
• R-11 BATT INSULATION AT ATTIC.
• DUCT LOCATION (ATTIC) - DUCT INSULATION R-4.2.
REAR ELEVATION
NOTE: ALL DIMENSIONS ARE TO ROUGH FRAMING, U.N.O. SCALE: 1/4"=1'-0"
FRONT ELEVATION
NOTE: ALL DIMENSIONS ARE TO ROUGH FRAMING, U.N.O. SOALE: I/4"=1' -O"
THE DEVELOPER 15 SOLELY RESPONSIBLE FOR ALL EXTERIOR MATERIALS AND THEIR
NS7ALLER5. IT IS EXCLUSIVELY THE DEVELOPER'S RESPONSIBILITY TO VERIFY, APPROVE
AND SUPERVISE INSTALLATION OF ALL EXTERIOR MATERIALS PER MANUFACTURER'S
SPECIFICATIONS, U.B.G. AND LOCAL CODES.
1. CONCRETE ROOF TILE,
2. EXTERIOR STUCCO OVER LATH AND BUILDING PAPER INSTALL PER U.B.C.
SECTIONS 1402 AND 2506.
3. 4' FOAM TRIM, GUT 70 FIT, WITH ONE -COAT STUCCO OVER
4, 26 GAUGE GALVANIZED METAL 'J' WEEP SCREED.
5, EXTERIOR CONCRETE STOOP OR PORCH
6. WOOD FRAMED BUILT-UP FOAM POT SHELF WITH ONE -COAT STUCCO OVER
T. SLOPED STUCCO SILL.
S. WATER HEATER / PAU, CLOSET
9. COURTYARD METAL ENTRY GATE
10. SHAPED FOAM TRIM WITH ONE -GOAT STUCCO OVER
IL 6' CONCRETE BLOCK COURTYARD WALL WITH STUCCO OVER
1/2' PICKETS CURVE AT CORNERS SHOP
WELD ALL CONNECTIONS. INTERMEDIATE
PICKETS
OA 5 MIN.8RUST RESISTANTPAINT
PAINT VERIFY COLOR.
2X WALL FRAMING
1 10'
1/2' AND BOTTOM RAIL
O
Q
w
W �
w
CONT. BITU7HENEN R
ALL 5 DES gTYOND
CONNECTIONS TO 10
WALL
CONT, BITUTHENE C_ SLOPE
LAYER AT SHELF 7_ —
c0
� r
\ /
FIREPI_AGE
S
• .
/ \\
J�B.�R.1tfiJ�'rJ3
FACINCs-
BUIRLDER
MEDIA
SPACE
m
r �
F.P.
N
\\__YERIFY PLATFORM HEIGHT
FOR A 12' FINISHED FIRE -
SOX HEIGHT. VERIFY FIRE-
PLACE SIZE , MAKE MODEL.
:f:7�T+31►�iT /1
SCALE: 3/8' = V-0"
NOTE:
ALL FOAM COLUMNS, POTSHELVES AND TRIM
TO BE MANUFACTURED AND SUPPLIED BY:
APACHE PRODUCTS CO.
905 23RD. AVE.
MERIDIAN, MISSISSIPPI 39301
PHONE:(1-800)-777-3707
T.F
y ?I
GAP PIL
LEFT ELEVATION
NOTE: ALL DIMENSIONS ARE TO ROUSH FRAMING, U.N.O. SCALE:
T.P.
5L/
SECTION NOTE,
THESE ARE ARCHITECTURAL SECTIONS ONLY. AS SUCH THEY ARE INTENDED TO
REPRESENT THE GENERAL CONFIGURATION OF THE BUILDING. SEE 016NER/BUILDER'S
STRUCTURAL ENGINEERS DRAWINGS FOR ALL REQUIRED STRUCTURAL ELEMENTS
AND THEIR CONFIGURATIONS.
1. CONCRETE SLAB. SEE ARCHITECTURAL SLAB LAYOUT DRAWING FOR GENERAL
CONFIGURATION. SEE OWNER'S STRUCTURAL ENGINEER'S DRAWINGS FOR SPECIFIC
FOUNDATION DESIGN AND REQUIREMENTS. VERIFY ALL FOUNDATION REQUIREMENTS WITH
CURRENT SOILS REPORT.
2. 2 x MIN. PRESSURE TREATED DOUGLAS FIR SILL.
3. 2 x 4 STUDS. SEE STRUCTURAL ENGINEER'S DRAWINGS FOR SPECIFIC REQUIREMEN'(S.
4. 1/2" COX PLYWOOD ROOF SHEATHING. SEE STRUCTURAL ENGINEER'S DRAWINGS FOR
SPECIFIC REQUIREMENTS.
5. 2 x 4 FURRING AT 16" O.C.
6. (2) 2 x TOP PLATES, SEE STRUCT. ENGINEER'S DRAWINGS FOR SPECFIC REQUIREMENTS.
7, 2 x EAVE BLOCKING. PROVIDE VENTING AS REQUIRED. SEE ROOF PLAN NOTES.
8. DROP BEAM. SEE STRUCTURAL ENGINEER'S DRAWINGS FOR SPECIFIC REQUIREMENTS.
9. HEADER. SEE STRUCTURAL ENGINEER'S DRAWINGS FOR SPECIFIC REQUIREMENTS,
10, 1/2" GYPSUM BOARD.
11. EXTERIOR STUCCO. INSTALL BACKING AND WATERPROOFING PER U.B.C. AND LATH AND
PLASTER INSTITUTE RECOMMENDATIONS.
12. 2 x FASCIA/BARGE.
13, WOOD TRUSSES, SEE OWNER'S STRUCTURAL ENGINEER'S DRAWINGS AND TRUSS DRAWINGS
FOR SPECIFIC REQUIREMENTS.
14. CALIFORNIA ROOF FRAMING. (SEE STRUCTURAL ENGINEER'S DRAWINGS)
15. PROVIDE INSULATION PER OWNER'S T-24 ENGINEERS CALC'S. AND CITY AND STATE
REQUIREMENTS. SEE SUMMARY BELOW.
NOTE: ALL DIMENSIONS ARE TO ROUGH FRAMING, U.N.O.
FIRE BLOCKING NOTE:
INSTALL FIRE BLOCKS AT THE FOLLOWING LOCATIONS PER UBC SECTION 708:
A) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES,
AT THE CEILING AND FLOOR LEVELS AND AT 10 FOOT INTERVALS BOTH VERTICAL AND
B) AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES
SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS.
C) IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR
OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH
NONCOMBUSTIBLE MATERIALS.
D) AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY -BUILT
CHIMNEYS.
INSULATION REQUIREMENTS
NOTE: SEE SHEET T-24 FOR MANDATORY MEASURES CHECKLIST,
CF -1R FORMS AND MINIMUM REQUIREMENTS SUMMARY.
• R-13 BATT INSULATION AT 4" EXT. WALLS.
• R-11 BATT INSULATION AT ATTIC.
• DUCT LOCATION (ATTIC) - DUCT INSULATION R-4.2.
REAR ELEVATION
NOTE: ALL DIMENSIONS ARE TO ROUGH FRAMING, U.N.O. SCALE: 1/4"=1'-0"
FRONT ELEVATION
NOTE: ALL DIMENSIONS ARE TO ROUGH FRAMING, U.N.O. SOALE: I/4"=1' -O"
THE DEVELOPER 15 SOLELY RESPONSIBLE FOR ALL EXTERIOR MATERIALS AND THEIR
NS7ALLER5. IT IS EXCLUSIVELY THE DEVELOPER'S RESPONSIBILITY TO VERIFY, APPROVE
AND SUPERVISE INSTALLATION OF ALL EXTERIOR MATERIALS PER MANUFACTURER'S
SPECIFICATIONS, U.B.G. AND LOCAL CODES.
1. CONCRETE ROOF TILE,
2. EXTERIOR STUCCO OVER LATH AND BUILDING PAPER INSTALL PER U.B.C.
SECTIONS 1402 AND 2506.
3. 4' FOAM TRIM, GUT 70 FIT, WITH ONE -COAT STUCCO OVER
4, 26 GAUGE GALVANIZED METAL 'J' WEEP SCREED.
5, EXTERIOR CONCRETE STOOP OR PORCH
6. WOOD FRAMED BUILT-UP FOAM POT SHELF WITH ONE -COAT STUCCO OVER
T. SLOPED STUCCO SILL.
S. WATER HEATER / PAU, CLOSET
9. COURTYARD METAL ENTRY GATE
10. SHAPED FOAM TRIM WITH ONE -GOAT STUCCO OVER
IL 6' CONCRETE BLOCK COURTYARD WALL WITH STUCCO OVER
1/2' PICKETS CURVE AT CORNERS SHOP
WELD ALL CONNECTIONS. INTERMEDIATE
PICKETS
OA 5 MIN.8RUST RESISTANTPAINT
PAINT VERIFY COLOR.
2X WALL FRAMING
1 10'
1/2' AND BOTTOM RAIL
O
Q
w
W �
w
CONT. BITU7HENEN R
ALL 5 DES gTYOND
CONNECTIONS TO 10
WALL
CONT, BITUTHENE C_ SLOPE
LAYER AT SHELF 7_ —
5'
STUCCO FINISH O/ —11e. V
CONIC. BLK
iJ{II
MASONRY WALL PER
STRUCTURAL DUGS. =i^'
I
I
".I
FOUNDATION PER P. �I:i r
STRUCTURAL DWGS. f�
I
I I
d
LINE OF FINISHED 1
GRADE (,
4
o SCALE: I I/v - I'-0'
t Block Courtyard Wall
z
0
w
w
LU
IRA
TI- 7 DRAWINGS ARE NOT AUTHORIZED iFOR CONSTRUCTION UNLESS STAMI WITH PEKAREK-CRANDELL, INC'S. CORPORATE SEAL
• .
•l4it
J�B.�R.1tfiJ�'rJ3
��
•
4
5'
STUCCO FINISH O/ —11e. V
CONIC. BLK
iJ{II
MASONRY WALL PER
STRUCTURAL DUGS. =i^'
I
I
".I
FOUNDATION PER P. �I:i r
STRUCTURAL DWGS. f�
I
I I
d
LINE OF FINISHED 1
GRADE (,
4
o SCALE: I I/v - I'-0'
t Block Courtyard Wall
z
0
w
w
LU
IRA
TI- 7 DRAWINGS ARE NOT AUTHORIZED iFOR CONSTRUCTION UNLESS STAMI WITH PEKAREK-CRANDELL, INC'S. CORPORATE SEAL